Assam Rifles Tender
View complete overview of Mizoram Assam Rifles Tender
Costs
EMD
₹ 9,800Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ARMHA_818683_1Bid Award Id
ViewTender No
8020/11/E8/2024Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil L =4.58+2*0.1+2+2, B =1.50+2*0.10+2+2
50.05
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.L =4.58+2*0.1+2*0.23, B =1.50+2*0.10, D=1.20+2*0.075
15.28
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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) L =4.58+2*0.1+2*0.23, B =1.50+2*0.10
0.85
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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) L =4.58+2*0.1+2*0.23, B =1.50+2*0.10
0.85
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Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).C/L length =2*(4.58+1.50)+4*0.23, C/L length =2*(4.58+1.50)+4*0.23
3.6
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering,
shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),C/L length =2*(4.58+1.50)+4*0.23
0.3
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
0.66
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Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).Baffle wall
0.28
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars. L=1.50+2*0.23-2*0.025+2*0.05, Main bar 100 mm dia Nos=(5.24-2*0.025)/0.125+1, Distr bar 8 mm dia L=5.24-2*0.025+2*0.050, Nos=(2.16-2*0.025)/0.15+1,Rung 20 mm dia L=0.25+2*2*0.15,Baffle wall -2 Nos- 8 mm dia L=1.50-2*0.025, Nos=(1.05-2*0.025)/0.125+1, L=1.05-2*0.025, Nos=(1.5-2*0.025)/0.125+1
117.75
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20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand),Girth=(4.58+1.50)*2,Ht=1.30
22.68
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,
(i) Single socketed pipes.75 mm diameter
2
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Providing and fixing on wall face unplasticised - PVC moulded ttings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm cowl
1
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Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
6.87
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Water proofing compound at the rate of 3 % of cement weight
25
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Soak Pit - 2m depth
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be evelled and neatly dressed : All kinds of soil
25
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Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.Pi=3.14/4
6.92
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Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) C/L Dia =2.1-0.45,C/L L= 3.14*1.65
0.27
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
1.07
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Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand).
9.32
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Reinforced cement concrete work in beams, suspended floors, roofs
having slope up to 15° landings, balconies, shelves, chajjas, lintels,
bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and einforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.24
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
0.22
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Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars,Lintel band- 10 mm dia,Links- 8 mm dia @ 150 C/c L=0.23-2*0.023+2*0.075,Nos=(5.18)/0.15+1,RCC Slab cover 10mm dia,Nos=1.42/0.15+1
41.56
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Brick bats in inside of soak pits
2.77
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Providing and fixing on wall face unplasticised - PVC moulded ttings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm cowl
2
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Providing and fixing on wall face unplasticised - PVC moulded ttings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.75 mm cowl
1
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Centering and shuttering including strutting, propping etc. and removal
of form for :Suspended floors, roofs, landings, balconies and access
platform
1.58
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